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《Low Temperature Architecture Technology》 2013-10
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THE EXPERIMENTAL STUDY ON THE FLEXURAL STRENGTH OF RECYCLED AGGREGATE CONCRETE IN COLD AREAS

LI Guang-jun;ZHENG Xiu-mei;WANG Hong-zhi;SUN Jun;LIU Jian-bo;Institute of Civil Engi.Jiamusi Univ.;  
In order to study the flexural strength of different relacemnet percentages recycled coarse aggregate concrete,33 specimens were designed for the test. According to the experiment,the flexural strength of recycled aggregate concrete( RAC) was gotten,and the influence of relacemnet percentagesrecycled coarse aggregate are analyzed. The results show that the flexural strength of recycled aggregate concrete in cold areas is different change with different relacemnet percentages recycled coarse aggregate,and it first increased and then decreased subsequently. The flexural strength of 30% substitution rate of recycled concrete is the highest,and 100% substitution rate's is the lowest.
【Fund】: 佳木斯大学“2012年大学生创新创业训练计划”省级项目资助(2012sj017)
【CateGory Index】: TU528.0
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